U.S. HIGHWAY 101 over HASKELL AVE
Map
Coordinates:
+34.16439, -118.4733634°09'52" N, 118°28'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
Name: | U.S. HIGHWAY 101 over HASKELL AVE |
Structure number: | 53 1103L |
Location: | 07-LA-101-17.50L-LA |
Purpose: | Carries highway over highway |
Route classification: | Principal Arterial - Other Freeways or Expressways (Urban) [12] |
Length of largest span: | 78.1 ft. [23.8 m] |
Total length: | 78.1 ft. [23.8 m] |
Roadway width between curbs: | 78.1 ft. [23.8 m] |
Deck width edge-to-edge: | 82.4 ft. [25.1 m] |
Vertical clearance below bridge: | 13.1 ft. [4.0 m] |
Owner: | State Highway Agency [01] |
Year built: | 1958 |
Year reconstructed: | 1992 |
Historic significance: | Bridge is not eligible for the National Register of Historic Places [5] |
Design load: | MS 18 / HS 20 [5] |
Main span material: | Concrete [1] |
Main span design: | Tee beam [04] |
Deck type: | Concrete Cast-in-Place [1] |
Wearing surface: | Monolithic Concrete (concurrently placed with structural deck) [1] |
Latest Available Inspection: April 2018
Good/Fair/Poor Condition: | Good |
Status: | Open, no restriction [A] |
Average daily traffic: | 154,000 [as of 2018] |
Truck traffic: | 10% of total traffic |
Deck condition: | Good [7 out of 9] |
Superstructure condition: | Good [7 out of 9] |
Substructure condition: | Good [7 out of 9] |
Structural appraisal: | Better than present minimum criteria [7] |
Deck geometry appraisal: | Basically intolerable requiring high priority of corrrective action [3] |
Underclearances appraisal: | Meets minimum tolerable limits to be left in place as is [4] |
Roadway alignment appraisal: | Equal to present desirable criteria [8] |
Scour condition: | Bridge not over waterway. [N] |
Sufficiency rating: | 79.0 |
Previous Inspections
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
April 2018 | Good | Good | Good | Good | 154000 | 79.0 |
March 2016 | Good | Very Good | Very Good | Very Good | 154000 | 79.0 |
February 2014 | Fair | Fair | Good | Good | 154000 | 78.0 |
February 2012 | Fair | Fair | Good | Good | 154000 | 78.0 |
January 2010 | Fair | Fair | Good | Good | 154000 | 78.0 |
February 2008 | Fair | Fair | Good | Good | 154000 | 78.0 |
January 2006 | Fair | Fair | Good | Good | 154000 | 78.0 |
March 2004 | Fair | Satisfactory | Good | Good | 154000 | 79.0 |
April 2002 | Fair | Satisfactory | Good | Good | 80500 | 77.5 |
May 2000 | Fair | Satisfactory | Good | Good | 80500 | 77.5 |
April 1998 | Fair | Satisfactory | Good | Good | 152050 | 77.0 |
April 1996 | Good | Good | Good | Good | 154000 | 81.0 |
August 1994 | Good | Good | Good | Good | 154000 | 81.0 |
May 1992 | Good | Good | Good | Good | 148500 | 81.0 |
Element Data
Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Element | Units | Quantity | 1-Good | 2-Fair | 3-Poor | 4-Serious |
---|
Superstructure |
Prestressed Concrete Closed Web/Box Girder | linear ft. | 24 | 24 | 0 | 0 | 0 |
Reinforced Concrete Girder/Beam | linear ft. | 238 | 238 | 0 | 0 | 0 |
Deck |
Reinforced Concrete Top Flange | sq. ft. | 600 | 589 | 11 | 0 | 0 |
Substructure |
Reinforced Concrete Abutment | linear ft. | 48 | 48 | 0 | 0 | 0 |
Reinforced Concrete Pile | each | 85 | 85 | 0 | 0 | 0 |
Joints |
Pourable Joint | linear ft. | 50 | 50 | 0 | 0 | 0 |
Bridge Rail |
Reinforced Concrete Bridge Rail | linear ft. | 73 | 73 | 0 | 0 | 0 |